Design for a tension member and its bolt connection based on the following conditions below: a. Tension member: Single Angle Bar with a grade of A36 and a length of 8.08m b. Service tension load: 1323 with a dead-to-live-to-wind ratio of 10:20:3 c. Group A bolts and must not permit slip d. Connected to a 10-mm-thick A36 gusset plate A complete sketch showing all necessary information for the said connection is needed. Design this one using LRFD and ASD method.
Design for a tension member and its bolt connection based on the following conditions below: a. Tension member: Single Angle Bar with a grade of A36 and a length of 8.08m b. Service tension load: 1323 with a dead-to-live-to-wind ratio of 10:20:3 c. Group A bolts and must not permit slip d. Connected to a 10-mm-thick A36 gusset plate A complete sketch showing all necessary information for the said connection is needed. Design this one using LRFD and ASD method.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design for a tension member and its bolt connection based
on the following conditions below:
a. Tension member: Single Angle Bar with a grade of A36 and a length of 8.08m
b. Service tension load: 1323 with a dead-to-live-to-wind ratio of 10:20:3
c. Group A bolts and must not permit slip
d. Connected to a 10-mm-thick A36 gusset plate
A complete sketch showing all necessary information for the said connection is needed. Design this one
using LRFD and ASD method.
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